RCIMPACT

Numerical and Experimental Investigation of Reinforced Concrete Structures Subjected to Impact Loads

Coordinatore	IZMIR INSTITUTE OF TECHNOLOGY    more  Organization address address: Gulbahce URLA city: IZMIR postcode: 35430 contact info Titolo: Prof. Nome: Ozgur Cognome: Egilmez Email: send email Telefono: 902328000000 Fax: 902328000000
Nazionalità Coordinatore	Turkey [TR]
Totale costo	100˙000 €
EC contributo	100˙000 €
Programma	FP7-PEOPLE Specific programme "People" implementing the Seventh Framework Programme of the European Community for research, technological development and demonstration activities (2007 to 2013)
Code Call	FP7-PEOPLE-2007-4-3-IRG
Funding Scheme	MC-IRG
Anno di inizio	2008
Periodo (anno-mese-giorno)	2008-08-01   -   2012-07-31

 Partecipanti

#	participant	country	role	EC contrib. [€]
1	IZMIR INSTITUTE OF TECHNOLOGY  Organization address address: Gulbahce URLA city: IZMIR postcode: 35430 contact info Titolo: Prof. Nome: Ozgur Cognome: Egilmez Email: send email Telefono: 902328000000 Fax: 902328000000	TR (IZMIR)	coordinator	0.00

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 Obiettivo del progetto (Objective)

'The analysis and design of reinforced concrete structures against extreme loads, such as earthquakes, blasts, and impacts, has been an objective of many researchers and designers. As a result of recently elevated terror threat levels in the world, demand for the impact resistant design of buildings has increased. Numerous studies have been conducted to-date for understanding and developing methodologies predicting the behaviour of RC structures under impact loads. The proposed project aims to develop a nonlinear finite element analysis program for the analysis of reinforced concrete structures subjected to impact loads. The program to be developed will employ high-level state-of-the-art reinforced concrete modeling techniques. A well-instrumented experimental study will be conducted for corroboration, involving reinforced concrete slabs subjected to impact loads at the centre. Results of the experimental program will also be used for the critical evaluation of the current impact resistant design practices.'